|
<br />MODEL: 110RW4 (25 GA. STEEL
<br />MODEL: 120RW4 (24 GA, STEEL
<br />
<br />SKIN)
<br />SKIN)
<br />OPTIONAL DSB GLASS OR
<br />1/8" ACRYLIC LITES AVAILABLE
<br />(SEE SECTION B-B)
<br />20 GA. MIN. END STILES ATTACHED TO DOOR
<br />SKIN Willi PATENTED TOG-L-LOC SYSTEM
<br />TOP. BOTTOM & CENTER).
<br />
<br />REV DATE
<br />01 9/27/1999
<br />02 12/01/1999
<br />03 1/2000
<br />
<br />DESCRIPTION
<br />ADD 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF
<br />
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />1- 2" THICK
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />50 KSI MIN.
<br />
<br />
<br />(1) INTERMEDIATE STILE
<br />ATTACHED W/ TOG-L-LOC (TUP & BOT)
<br />AND URETHANE ADHESIVE (ALONG CENTER)
<br />
<br />.
<br />o
<br />I
<br />Co
<br />
<br />
<br />LOCK POSITION
<br />(BOTH SIDES)
<br />TWO POINT LOCKING
<br />
<br />14 GA GALV. STEEL
<br />END HINGE. EACH
<br />fASTENED TO END
<br />STILES W/(4) #14,5/8'
<br />SHEET METAL SCREWS
<br />&: (4) , 14',3/4' SELF
<br />TAPPING SCREWS.
<br />
<br />j: "L"
<br />(;>
<br />GJ
<br />I
<br />(;>
<br />Z
<br />Z
<br />w
<br />a..
<br />o
<br />
<br />2" GALv. STEEL TRACK,
<br />~,jIN TRACK THICKNESS: .060"
<br />
<br />D 3"1-
<br />1-7/8" F
<br />T
<br />
<br />25 GA. MIN. STEEL
<br />SKIN COATED WITH G-60
<br />GALVANIZING, BAKED-ON PRiMER,
<br />AND A BAKED-ON POLYESTER
<br />TOP COAT APPLIED TO BOTH
<br />SIDES OF STEEL SKIN.
<br />
<br />13 GA. GALV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"x1-5/8" WOOD LAG SCREWS.
<br />
<br />rr=
<br />
<br />, 6 GA GAL V. STEEL TOP
<br />ROUER BRACKET. EACH
<br />BRACKET A1TACHEO W/(3)
<br />* 14,5/8" SHEET METAL
<br />SCREWS.
<br />
<br />l-
<br />I
<br />(;>
<br />GJ
<br />I
<br />a::
<br />o
<br />o
<br />Cl
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6 70
<br />7 -0 76
<br />7 -6 82
<br />8 -0' 88
<br />
<br />TRACK CONFIGURATION
<br />
<br />l-
<br />I
<br />(;>
<br />W
<br />I
<br />a::
<br />o
<br />o
<br />Cl
<br />
<br />ONE 3" TALL x 20 GA.
<br />50 KSI ~1IN. U-BAR
<br />PER DOOR SECTION.
<br />&
<br />
<br />
<br />x
<br /><{
<br />:::E
<br />
<br />E~JD rSLlDE BOLT
<br />STILE I LOCK ENGAGES
<br />INTO VERTICAL
<br />TRACK. ONE
<br />LOCK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />INSIDE SLIDE BOLT
<br />LOCK OPTION
<br />
<br />NUAIR SINGLE HUNG HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2
<br />
<br />CALL SIZE
<br />
<br />MANUFACllJRER SERIES **
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />DESIGN
<br />SUCTION (PSF)
<br />
<br />-80.0
<br />
<br />-e,0.0
<br />
<br />GARAGE
<br />SERVICE DOOR
<br />
<br />LOCATION
<br />
<br />END
<br />STILE
<br />
<br />IA2SH (1/2 32SH)
<br />22SH
<br />32SH
<br />IA3 (112 33SH)
<br />23SH
<br />33SH
<br />IA4SH (1/2 34SH)
<br />24SH
<br />34SH
<br />IA5SH (1/2 35SH)
<br />25SH
<br />35SH
<br />IAbSH (112 3bSH)
<br />2bSH
<br />SbSH
<br />2020SH
<br />3020SH
<br />4020SH
<br />2030SH
<br />3030SH
<br />4030SH
<br />2040SH
<br />3040SH
<br />4040SH
<br />2050SH
<br />3050SH
<br />4050SH
<br />20bOSH
<br />30bOSH
<br />4060SH
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />ClOO
<br />
<br />+15.0
<br />+15.0
<br />
<br />
<br />POOL BATH
<br />DOOR
<br />
<br />3' TALL , 20 GA GALV.
<br />STEEL U-BAR. ONE U-BAR
<br />PER SECTiON EACH U-BAR A1TACHEO
<br />WITH TWO '/4.,3/4" SELF TAPPING
<br />SCREWS PER STILE LOCATiON.
<br />
<br />TYP 2-1 /2"x' 2 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />BREAKFAST TO
<br />LANAI DOOR
<br />
<br />1-
<br />I
<br />
<br />LOCATION OF
<br />OPTIONAL VENTS
<br />OPTIONAL OUTSiDE KEYED LOCK POSITION
<br />MAX. OOOR wIDTH 9'0'
<br />
<br />u
<br />
<br /># 14x5/8" SHEET METAL SCREWS
<br />
<br />
<br />
<br />13 GA GALV. STEEL B01TOM BRACKET
<br />A1TACHED WITH TWO *'4,5/8'
<br />SHEET METAL SC REWS.
<br />
<br />NOTE 1:
<br />DOORS UP TO 7'-0" HIGH CONSiST OF (4) SECTIONS (SHOWN).
<br />DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH6WN). ;L~I~~~~~~~~P
<br />SECTION A-A (SIDE VIEW)
<br />
<br />
<br />1/4"03/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES
<br />VIEW "8"
<br />
<br />18 GA. INTERMEDIATE HINGE
<br />VIEW "e"
<br />
<br />VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />2 000 PSI MIN. CONCRETE COLUMN):
<br />3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS
<br />r STOP MOULDING BY DOOR INSTALLER (TO SUIT) (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR
<br />. (20 GA. MIN. GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000
<br />PSI MIN. CONCRETE). WASHERS INCLUDED WITH
<br />SLEEVE ANCHORS, 1-1/4" 0.0. MIN. WASHERS REQUIRED
<br />20 GA GAlY. STEEL i~~ wm, Twe,"S. ,"CHORS MAY BE COUNTERSUN'
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH
<br />MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
<br />TRANSFER LOAD.
<br />
<br />
<br />~ 18 GA. GALV. STEEL CENTER HINGE
<br />FASTENED TO INTER. STILES 1'1/(4)
<br /># 14x5/8" SHEET METAL SCREWS
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />
<br />MOLDED INSIDE
<br />LITE RETAINER
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(1 0 SCREWS PER UTE)
<br />
<br />OPTIONAL 10 SCREW
<br />WINDOW LITE
<br />
<br />SECTION B-B
<br />
<br />SNAP LATCH ENGAGES
<br />ONTO VERTICAL TRACK.
<br />ONE SNAP LATCH ON
<br />EACH SIDE OF DOOR.
<br />
<br />IWER.
<br />STILE
<br />
<br />12 GA, GALV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMB.../
<br />WITH ONE 5/16"x1-5/8" LAG SCREW
<br />PER TRACK BRACKET.
<br />
<br />
<br />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKING
<br />
<br />2" CALVo STEEL TRACK FASTENED TO...l
<br />12 GA.. GALV. STEEL TRACK BRACKETS.
<br />TRACK ATTACHED TO EACH BRACKET
<br />A WITH ONE 1/4"x5/8" BOLT & NUT
<br />ill OR TWO 1 / 4" DIA RIVETS.
<br />
<br />\
<br />L 14 GA. GALV. STEEL ROLLER HINGES
<br />FASTENED TO END STILES EACH W/(4)
<br /># 14x5/8" SHEET METAL SCREWS AND
<br />(4) 1/4'x3/4" SELF TAPPING SCREWS
<br />
<br />OUTSIDE KEYED
<br />HANDLE
<br />
<br />END
<br />STILE
<br />
<br />PER END HINGE.
<br />
<br />INSIDE HANDLE
<br />
<br />2" DIA SHORT STEM, 10 BALL STEEL ROLLER.
<br />JAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP LATCH LOCK OPTION
<br />
<br />DESIGN LOADS: +25.0 P.S.F. & -32.0 PSF.
<br />TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F.
<br />
<br />!;RA'-'!Nc; Nll
<br />10' 979
<br />
<br />REV
<br />03
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURA~ ELEMENTS
<br />SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
<br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />WITH CURRENT BUILDiNG CODES FOR THE LOADS liSTED ON
<br />THIS DRAWING.
<br />
<br />DES. BY
<br />MWW
<br />
<br />
<br />CHECKED BY
<br />MWW
<br />
<br />FOR e,'-O" HiGH UNITS
<br />
<br />EXTERIOR
<br />FRENCH
<br />DOOR
<br />
<br />MAiN
<br />ENTRY
<br />DOOR
<br />
<br />+15.0
<br />+15.0
<br />+15.0
<br />+15.0
<br />
<br />-e,O.o
<br />-e,O.o
<br />-1e,.4
<br />-80 .0
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />
<br />MAIN
<br />ENTRY
<br />DOOR
<br />
<br />DESCRIPTION
<br />
<br />SiNGLE CAR fAODEL 110R,^,4 & 120RW4
<br />+25,0/-32.0 PSF DESIGN LOAD
<br />
<br />TED AREAS DENOTES ASTM EI300 ~~~~~f~~g~~~~~~i~~~~l~;;~~f,i~g~
<br />
<br />DATE SCALE
<br />8/26/99 ',0"1:0
<br />
<br />VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
<br />1/2"x3" LAG SCREWS ON 24' CENTERS. 1-1/4" 00 MiN.
<br />WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
<br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
<br />
<br />MAX. DOOR SIZE 9'0"W X 8'0"H
<br />
<br />Clopa)' 9\ifl~nq Producta Company All R~htt R~.
<br />
<br />Tht QlTQ.ngemonll d~picted herein 0/"1 the e01. pro~rtY
<br />of Ul. elopoy al..lildil'lQ Pnx1vctl Compo"y and mo)' (lot
<br />be reproduced in any form 'WitholJt its written penT'\~sslon.
<br />
<br />CEPe
<br />
<br />(5'3) 38' -4800
<br />
<br />312 WALNUT STRfH6 SUITE 1600
<br />CINCINNATI, OH 452 2
<br />otvt./on of Clcpoy 8uildln, Produe1a
<br />
<br />NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA [01 /IS2
<br />
<br />MODEL' 110RW4 (25 GA STEEL SKIN)
<br />MODE
<br />
<br />(5) INTERMEDIATE STILES FOR 16' WIDE DOOR
<br />
<br />20 GA MIN END STILES ATTACHED TO DOOR
<br />-l-LOC SYSTEM
<br />).
<br />
<br />o
<br />I
<br />'00
<br />
<br /> / - ~ATENTEO TOG
<br />L: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT)
<br /> AND URETHANE ADHESIVE (ALONG CENTER) (TOP. BOTTOM & Ct:NTE.R
<br /> r OPTIONAL SSB GLASS OR -
<br /> 1/8" ACRYLIC LITES AVAILABLE
<br /> (SEE SECTION B-B) .
<br /> ,
<br /> ~ D D D D ~
<br /> ===i f ==
<br /> 1/ 1/ ;; 1/ \\ - \\ ~ ~ =
<br /> =i
<br /> r )
<br /> - .... - ""'" ^
<br />t 1\ B B ( \ \ (
<br />C , I
<br /> -
<br /> i ------- -
<br /> C - V!EW
<br /> h 1\ I\, 1'\
<br /> i
<br /> CJ D D D D D /LO
<br /> g X g (B
<br /> TW
<br /> N
<br /> 1\
<br /> ^ I \ If (\
<br /> D D D ~ \ D D D /
<br /> ~ /
<br /> N I I I If-.
<br /> ~ LOCATION OF - A ~ OPTIONAL OUTSIDE KEYED LOCK POSITION
<br /> -
<br />
<br />3" x 20 GA, U-BARS.
<br />U-BARS IN A 2-1-2-1
<br />PATTERN (IE. TWO U-BARS
<br />ON BOTTOM SECTION.
<br />ONE U-BARS ON NEXT
<br />SECTION, ETC.)
<br />
<br />VIEW "B"
<br />
<br />"C"
<br />
<br />l-
<br />I
<br />"
<br />C;J
<br />I
<br />a::
<br />o
<br />o
<br />Cl
<br />
<br />CK POSITION
<br />OTH SIDES)
<br />o POINT LOCKING
<br />
<br />x
<br />4:
<br />:::E
<br />
<br />OPTIONAL VENTS
<br />
<br />:.)
<br />::J:
<br />::::l
<br />
<br />NOTE -..L
<br />DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN).
<br />DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH6WN).
<br />
<br />MAX. DOOR WIDTH = 16'-0"
<br />INSIDE ELEVATIONS
<br />
<br />& VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
<br />2.000 PSI MIN. CONCRETE COLUMN);
<br />3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90
<br />BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR
<br />1/4",4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000
<br />PSI MIN, CONCRETE). WASHERS INCLUDED WITH
<br />SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED
<br />WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH
<br />MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
<br />OPTIONAL 10 SCREW TRANSFER LOAD.
<br />WINDOW LITE
<br />SECTION B-B
<br />
<br />2x6 YELLOW PINE JAMB
<br />
<br />n
<br />>> a..
<br />>> ::z:
<br />~
<br />>.
<br />0.0
<br />>>
<br />.. ...:
<br />... co
<br />n <D
<br />.. "0
<br />..... 0
<br />>> -
<br />~
<br />0<
<br />
<br />
<br />12 GA. GAlV. STEEL TRACK /
<br />BRACKETS FASTENED TO WOOD JAMB.../
<br />WITH ONE 5/16"x1-5/8" LAG SCREW
<br />PER TRACK BRACKET.
<br />
<br />r- 2" THICK
<br />
<br />
<br />MOLDED INSIDE
<br />LITE RETAINER
<br />
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<br />
<br />
<br />PREPARATION OF JAMBS BY OTHERS.
<br />
<br />25 GA. MIN. STEEL
<br />SKIN COATED WITH G-40 MIN.
<br />GALVANIZING, BAKED-ON PRIMER,
<br />AND A BAKED-ON POLYESTER
<br />TOP COAT APPLIED TO 80TH
<br />SIDES OF STEEL SKIN.
<br />
<br />SNAP LATCH ENGAGES
<br />ONTO VERTICAL TRACK.
<br />ONE SNAP LATCH ON
<br />EACH SIDE OF DOOR.
<br />
<br />....
<br />- 0
<br />::J -
<br />..,
<br />Clll
<br />~ In
<br />.....
<br />c.1I -
<br />~~
<br />~ :-
<br />~ ()
<br />- -
<br />>- >
<br />-J <D
<br />- "0
<br />~'"
<br />~ -
<br />, ...J
<br />J.J~
<br />-J ,
<br />~a..
<br />z::z:
<br />
<br />:n "0
<br /><.:;;
<br />~ ...:
<br />~ g
<br />
<br />- a..
<br />- ,
<br />::J: -
<br />oC-
<br />z: <I>>
<br />z-
<br />.u ~
<br />-J <D
<br />- ::z:
<br />.-
<br />:8
<br />S>> clD
<br />~ elD
<br /><0
<br />
<br />2" GALV. STEEL TRACK FASTENED TO
<br />12 GA, GALV. STEEL TRACK BRACKETS.
<br />TRACK ATTACHED TO EACH BRACKET
<br />WITH ONE 1/4-x5/8" BOLT & NUT
<br />OR TWO 1/4" DIA. RIVETS.
<br />
<br />&
<br />
<br />VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
<br />1/2"x3" LAG SCREWS ON 18" CENTERS. 1-1/4" O.D. MIN.
<br />WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
<br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
<br />
<br />12 GA. GALV. STEEL TOP
<br />ROLLER BRACKET. EACH
<br />BRACKET ATTACHED 1'1/(4)
<br />#14x5/8" SHEET METAL
<br />SCREWS.
<br />
<br />END
<br />STILE
<br />
<br />OUTSIDE KEYED
<br />HANDLE
<br />
<br />&,
<br />
<br />SHIP CAP ,0,"" \
<br />
<br />INSIDE HANDLE
<br />
<br />14 GA. GALV. STEEL
<br />END HINGE. EACH
<br />FASTENED TO END
<br />STILES W/(4) 1/14x5/8"
<br />SHEET METAL SCREWS
<br />& (4) 1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />
<br />END
<br />STILE
<br />
<br />l:!.QILZ.; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
<br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON
<br />THIS DRAWING.
<br />
<br />DESIGN LOADS: +24.0 PSF & -24.5 PSF
<br />TEST LOADS: +36,0 PSF & -37.0 PSF
<br />
<br />
<br />OUTSIDE KEYED LOCK
<br />SNAP LATCH LOCK OPTION
<br />
<br />
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />MIN. YEILD STRENGTH: 50 KSI
<br />
<br />SLIDE BOLT
<br />LOCK ENGAGES
<br />INTO VERTICAL
<br />TRACK ONE
<br />LOCK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />INSIDE SLIDE BOLT
<br />LOCK OPTION
<br />
<br />SECTION A-A (SIDE VIEW)
<br />
<br />
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />
<br />INTER.
<br />STILE
<br />
<br />D 3" I-
<br />1-7/8" F
<br />T
<br />
<br />3" TALL x 20 GA. GAlV. STEEL U-BARS
<br />IN A 2-1-2-1 PATTERN (I.E TWO U-BARS
<br />ON BOTTOM SECTION, ONE U-BAR ON NEXT
<br />SECTION, ETC.), EACH U-BAR ATTACHED
<br />WITH 1/4"x3/4" SELF TAPPING SCREWS
<br />PER STILE LOCATION.
<br />
<br />OUTSIDE
<br />HANDLE
<br />
<br />13 GA. GALV, STEEL BOTTOM BRACKET.
<br />ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
<br />
<br />ALUMINUM EXTRUSION
<br />& VINYL WEATHERSTRIP.
<br />
<br />OUTSIDE KEYED LOCK
<br />LOCK BAR LOCKING
<br />
<br />Clopoy BUi1difl9 Products Compony AJI Rights R~~~ed.
<br />
<br />The QrTongements depicted herein are the sole property
<br />of the elope)' Building Products Company and mey n{)t
<br />be reproduced in ony form without its written permission.
<br />
<br />:)
<br />
<br />- -
<br />
<br />~ Clll
<br />- ...,
<br />~ c
<br />:.s::=
<br />5-;
<br />-J <D
<br />:n C
<br />-
<br />..a..
<br />z:x
<br />
<br />
<br />REV DA TE
<br />
<br />01 9/27/1999
<br />02 12/01/1999
<br />
<br />03 1/2000
<br />
<br />DESCRIPTION
<br />
<br />CALL SIZE
<br />
<br />MANUFACllJRER SERIES **
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />DESIGN
<br />SlJc.TION (PSF)
<br />
<br />-e,O.o
<br />
<br />-e,O .0
<br />
<br />ADD 'CBPC' TO TITLE BLOCK
<br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
<br />ADDED JAMB ATTACHMENT INFORMATION
<br />
<br />2020HR
<br />3020HR
<br />4020HR
<br />5020HR
<br />6020HR
<br />2030t1R
<br />3030HR
<br />4030HR
<br />5030HR
<br />6030HR
<br />2040HR
<br />3040HR
<br />4040HR
<br />5040HR
<br />6040HR
<br />2050HR
<br />3050HR
<br />4050HR
<br />5050HR
<br />b050HR
<br />
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I 0H3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I 0H3
<br />OH2 I OH3
<br />OH2 I 0H3
<br />OH2 I 0H3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 I OH3
<br />OH2 10H3
<br />OH2 I OH3
<br />
<br />+50.0
<br />+50.0
<br />
<br />
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />
<br />rr=
<br />
<br />13 GA. GAlV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"x1-5/8" WOOD LAG SCREWS.
<br />
<br />l-
<br />I
<br />"
<br />W
<br />I
<br />a::
<br />o
<br />o
<br />Cl
<br />II
<br />j: "L"
<br />(;>
<br />w
<br />I
<br />(;>
<br />Z
<br />Z
<br />w
<br />a..
<br />o
<br />
<br />TRACK CONFIGURATION
<br />
<br />2" GALV. STEEL TRACK.
<br />MIN. TRACK THICKNESS: .060"
<br />
<br />DOOR
<br />HEIGHT "L"
<br />6 -6" 70"
<br />7 -0 76
<br />7 -6 82
<br />8 -0" 88"
<br />
<br />TYP. 2-1/2"x12 GA. GAlV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />
<br />#14x5/8" SHEET METAL SCREWS
<br />
<br />
<br />
<br />
<br />
<br />TES ASTM EI300 LIMITATIONS AS
<br />
<br />1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HiNGES
<br />VIEW "B"
<br />
<br />NUAIR SLIDING GLASS DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NWWDA 101 /IS2
<br />
<br />18 GA. INTERMEDIATE HINGE
<br />VIEW "CO
<br />
<br />CALL SIZE
<br />
<br />DESIGN
<br />PRESSURE (PSF)
<br />
<br />+30
<br />
<br />DESIGN
<br />SUCTION (PSF)
<br />
<br />-64.0
<br />
<br />-55.0
<br />
<br />-31.1
<br />
<br />-55.0
<br />
<br />MANUFACllJRER SERIES t*
<br />
<br />STOP MOULDING BY DOOR INSTALLER (TO SUIT)
<br />20 GA. MIN. GALV. STEEL END STILE
<br />
<br />5068 seD
<br />606e, seD
<br />e,06e, SGD
<br />Cl06e, seD
<br />
<br />200
<br />200
<br />200
<br />200
<br />
<br />+30
<br />
<br />20 GA. GAlV. STEEL I~
<br />
<br />
<br />
<br />
<br />
<br />7/16" 1.0. ROUND PUS:~ 18 GA. GALV. STEEL CENTER HINGE
<br />FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4)
<br />#14x5/8" SHEET METAL SCREWS.
<br />14 G.<\. GALV. STEEL ROLLER HINGES
<br />FASTENED TO END STILES EACH W/(4)
<br />#14x5/8" SHEET METAL SCREWS AND
<br />(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE.
<br />
<br />+30
<br />+30
<br />
<br />2" DIA. SHORT STEM, 10 BALL STEEL ROLLER.
<br />
<br />JAMB CONFIGURATION
<br />SECTION C-C
<br />
<br />MAX. DOOR SIZE: 16'0"W X 8'OH
<br />
<br />DES. BY
<br />MWW
<br />
<br />
<br />REV.
<br />03
<br />
<br />DRA I,/ING NO,
<br />101980
<br />
<br />CHECKED BY
<br />MWW
<br />
<br />DESCRIPTION
<br />DOUBLE CAR MODEL 110RW4 & 120RW4
<br />+24/ -24.5 PSF DESIGN LOAD
<br />
<br />DATE
<br />
<br />SCALE
<br />NOTED
<br />
<br />8/26/99
<br />
<br />CEPC
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REYlEW ALL DRAMNGS BEFORE CONSTRUCT10N
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDIT10NS, OTHER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAW1NGS MUST BE BROUGHT TO THE AffiNTlON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCT10N.
<br />
<br />(513) 381-4800
<br />
<br />312 WALNUT STREET6 SUITE 1600
<br />CINCINNATI, OH 452 2
<br />DM.lon of elopey BuildIng Prcducn
<br />
<br />CALL SIZE
<br />
<br />2e,be, (21e, X 6/e,)
<br />
<br />24be, (2/4 X 618)
<br />2608 (2/6 X 6/e,)
<br />2668 (2/6 X 6/e,)
<br />
<br />(2)206e, (4/0 X 6/e,)
<br />(2)266e, (5/0 X 618)
<br />(2)2e,68 (5/4 X 6/e,)
<br />(2)306e, (6/0 X 6/e,)
<br />
<br />3068 (3/0 X 6/e,)
<br />(2)266e, (5/0 X 618)
<br />(2)2e,68 (5/4 X 618)
<br />(2)306e, (610 X ble,)
<br />(2)30e,0 (6/0 X e,10)
<br />306e, (3/0 X 6/e,)
<br />(2)2668 (5/0 X 6/e,)
<br />(2)2868 (5/4 X 618)
<br />(2)306e, (6/0 X 6/e,)
<br />(2)30e,0 (6/0 X e,10)
<br />306e, (3/0 X 6/e,)
<br />(2)266e, (5/0 X 6/e,)
<br />(2)28b8 (5/4 X (18)
<br />(2)306e, (610 X 6/e,)
<br />(2)30e,0 (6/0 X e,10)
<br />
<br />CALL SIZE
<br />
<br />e, X 1 (OR e,0100H)
<br />Cl X 1 (OR ClOl00H)
<br />16 X 1 (OR 160100H)
<br />
<br />THERMA- TRU DOORS
<br />EXTERIOR DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NWWDA 101 /IS2
<br />
<br />RJO SIZE
<br />
<br />MANUFACllJRER DESG.RIPTION
<br />
<br />DESIGt~
<br />PRESSURE (PSF)
<br />
<br />34 1/2 X e,2 1/2"
<br />
<br />**100 FLUSH STEEL
<br />
<br />+25,Cl
<br />+25.Cl
<br />+25.Cl
<br />+25.'1
<br />+25.CI
<br />+25.'1
<br />+24.1
<br />+24.1
<br />+24.1
<br />+24.1
<br />
<br />30 1/2 X e,2 1/2"
<br />32 1/2 X 82 1/2"
<br />32 1/2 X e,2 1/2"
<br />
<br />**11e, ONE LITE STEEL FRENCH
<br />**118 ONE LITE STEEL FRENCH
<br />lt12e, TEN LITE STEEL FRENCH
<br />
<br />51 1/4 X 82 1/2"
<br />63 1/4 X e,2 1/2"
<br />61 1/4 X e,2 1/2"
<br />15 1/4 X e,2 1/2"
<br />
<br />**108 15 LITE STEEL FRENCH
<br />**10e, 15 LITE STEEL FRENCH
<br />**108 15 LITE STEEL FRENCH
<br />**IOe, 15 LITE STEEL FRENCH
<br />
<br />(H) X Cle, 1/2"
<br />
<br />3e, 1/2 X 82 1/2"
<br />63 1/4 X 82 1/2"
<br />61 1/4 X 82 1/2"
<br />'75 1/4 X e,2 1/2"
<br />15 1/4 X Cl8 1/2"
<br />3e, 1/2 X e,2 1/2"
<br />63 1/4 X e,2 1/2"
<br />61 1/4 X e,2 1/2"
<br />15 1/4 X e,2 1/2"
<br />15 1/4 X Cle, 1/2"
<br />38 1/2 X e,2 1/2"
<br />63 1/4 X e,2 1/2"
<br />61 1/4 X 82 112"
<br />15 1/4 X e,2 1/2"
<br />15 1/4 X Cle, 1/2"
<br />
<br />+25.'1
<br />+24.1
<br />+24.1
<br />+24.1
<br />+24.1
<br />+25.Cl
<br />+24.1
<br />+24,1
<br />+24.1
<br />+24.1
<br />+25,Cl
<br />+24.1
<br />+24.1
<br />+24,1
<br />+24,1
<br />
<br />**20e, STEEL e, PANEL
<br />
<br />ltFC-60 6 PANEL FIBERCLASSIC
<br />
<br />ltFC-60 6 PANEL FIBERCLASSIC
<br />OR
<br />ltFC-2000 I LITE FRENCH
<br />FIBERCLASSIC
<br />( CUSTOMER CHOICE)
<br />
<br />BANCO OVERHEAD DOORS, INC.
<br />6ARA6E DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2
<br />
<br />TEST LOADS
<br />PRESSURE (PSF)
<br />
<br />+315
<br />
<br />+31.5
<br />
<br />+3b.0
<br />
<br />TEST LOADS
<br />SUCTION (PSF)
<br />
<br />-4e,.o
<br />
<br />-48.0
<br />
<br />-31.0
<br />
<br />DESIGN LOADS
<br />PRESSURE (PSF)
<br />
<br />DESIGN LOADS
<br />SIJc. TI ON (PSF)
<br />
<br />-32.0
<br />
<br />-32,0
<br />
<br />-24.5
<br />
<br />+25.0
<br />+25.0
<br />+24.0
<br />
<br />EXTERIOR HINDOHS AND DOOR NOTES
<br />
<br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO
<br />BE TESTED IN ACCORDANCE WITH ANS!/AMMA/NWWDA
<br />101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA
<br />LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE
<br />CHARACTERISTICS AND APPROVED TESTING ENTITY.
<br />FBC 1707.4.2.1
<br />
<br />2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
<br />THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.
<br />FBC 1707.4.4.1
<br />
<br />3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
<br />THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED
<br />THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE.
<br />FBC 1707.4.4.2
<br />
<br />4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
<br />THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST
<br />BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD
<br />DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS
<br />SHALL BE ANCHORED THROUGH THE JAMB INTO THE
<br />WOOD BUCK. FBC 1707.4.4.2
<br />
<br />5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE
<br />INTERIOR LIP OF THE WINDOW, FBC 1707.4.4.2
<br />
<br />6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE
<br />ARE REQUIRED TO BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE
<br />ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707,4,5.4
<br />
<br />DESIGN
<br />SlJc.TION (PSF)
<br />-34.1
<br />-34.1
<br />-34.1
<br />-34.1
<br />-34,1
<br />-34.1
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />
<br />-34,1
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />-34.1
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />-34,1
<br />-32.4
<br />-32.4
<br />-32.4
<br />-32.4
<br />
<br />,f
<br />
<br />D E ~~~~~~.
<br />
<br />P.o. eox 3~ - AP01..L.O eEACH - FL.ORIDA - 33&12
<br />~ - (81~) 64& 0t66 FAX - (813) 64& ~~
<br />Ee 4Ot0 0111ESE DRAMNGS AND DESIGNS ARE 111E JOINT PRQP[RfY OF DANSCO ENGINEERING, PA. AND 111E
<br />~CUENT ON 1111$ PRO,fCT. ANY REPROOUC11ON OR UNAU1110RlZED USE IS PROHIBITED - 2003
<br />
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />
<br />MPH
<br />GUST
<br />
<br />LENNAR ~OME5
<br />
<br />8CA1..E NOTED
<br />DATE 112/(1)2
<br />
<br />TAMPA DIVI61~
<br />
<br />DRAlLN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />DOOR 4 WINDOW T A6LE5
<br />
<br />DE JOB NO. PM - &lZl21
<br />
<br />6DWl
<br />
|